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Artigo de periodico
Optimal path shape of friction-based track-nonlinear energy sinks to minimize lifecycle costs of buildings subjected to ground accelerations (2024)
Miguel, Leandro Fleck Fadel; Beck, André Teófilo
Source: Reliability Engineering and System Safety. Unidade: EESC
Subjects: DISSIPADORES DE ENERGIA, CICLO DE VIDA, ESTRUTURAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MIGUEL, Leandro Fleck Fadel e BECK, André Teófilo. Optimal path shape of friction-based track-nonlinear energy sinks to minimize lifecycle costs of buildings subjected to ground accelerations. Reliability Engineering and System Safety, v. 248, p. 1-11, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.ress.2024.110172. Acesso em: 23 maio 2024.
APA
Miguel, L. F. F., & Beck, A. T. (2024). Optimal path shape of friction-based track-nonlinear energy sinks to minimize lifecycle costs of buildings subjected to ground accelerations. Reliability Engineering and System Safety, 248, 1-11. doi:10.1016/j.ress.2024.110172
NLM
Miguel LFF, Beck AT. Optimal path shape of friction-based track-nonlinear energy sinks to minimize lifecycle costs of buildings subjected to ground accelerations [Internet]. Reliability Engineering and System Safety. 2024 ; 248 1-11.[citado 2024 maio 23 ] Available from: http://dx.doi.org/10.1016/j.ress.2024.110172
Vancouver
Miguel LFF, Beck AT. Optimal path shape of friction-based track-nonlinear energy sinks to minimize lifecycle costs of buildings subjected to ground accelerations [Internet]. Reliability Engineering and System Safety. 2024 ; 248 1-11.[citado 2024 maio 23 ] Available from: http://dx.doi.org/10.1016/j.ress.2024.110172
Artigo de periodico
Reliability assessment of repairable systems with series–parallel structure subjected to hierarchical competing risks under minimal repair regime (2022)
Louzada, Francisco ; Tomazella, Vera Lucia Damasceno ; Gonzatto Junior, Oilson Alberto ; Bochio, Gustavo ; Milani, Eder Angelo ; Ferreira, Paulo Henrique ; Ramos, Pedro Luiz
Source: Reliability Engineering and System Safety. Unidade: ICMC
Subjects: VEROSSIMILHANÇA, TEORIA DA CONFIABILIDADE
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
LOUZADA, Francisco et al. Reliability assessment of repairable systems with series–parallel structure subjected to hierarchical competing risks under minimal repair regime. Reliability Engineering and System Safety, v. 222, p. 1-12, 2022Tradução . . Disponível em: https://doi.org/10.1016/j.ress.2022.108364. Acesso em: 23 maio 2024.
APA
Louzada, F., Tomazella, V. L. D., Gonzatto Junior, O. A., Bochio, G., Milani, E. A., Ferreira, P. H., & Ramos, P. L. (2022). Reliability assessment of repairable systems with series–parallel structure subjected to hierarchical competing risks under minimal repair regime. Reliability Engineering and System Safety, 222, 1-12. doi:10.1016/j.ress.2022.108364
NLM
Louzada F, Tomazella VLD, Gonzatto Junior OA, Bochio G, Milani EA, Ferreira PH, Ramos PL. Reliability assessment of repairable systems with series–parallel structure subjected to hierarchical competing risks under minimal repair regime [Internet]. Reliability Engineering and System Safety. 2022 ; 222 1-12.[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/j.ress.2022.108364
Vancouver
Louzada F, Tomazella VLD, Gonzatto Junior OA, Bochio G, Milani EA, Ferreira PH, Ramos PL. Reliability assessment of repairable systems with series–parallel structure subjected to hierarchical competing risks under minimal repair regime [Internet]. Reliability Engineering and System Safety. 2022 ; 222 1-12.[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/j.ress.2022.108364
Artigo de periodico
A conservatism index based on structural reliability and model errors (2021)
Gomes, Wellison José de Santana; Beck, André Teófilo
Source: Reliability Engineering and System Safety. Unidade: EESC
Subjects: ENGENHARIA, ESTRUTURAS, ERRO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
GOMES, Wellison José de Santana e BECK, André Teófilo. A conservatism index based on structural reliability and model errors. Reliability Engineering and System Safety, v. 209, p. 1-15, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.ress.2021.107456. Acesso em: 23 maio 2024.
APA
Gomes, W. J. de S., & Beck, A. T. (2021). A conservatism index based on structural reliability and model errors. Reliability Engineering and System Safety, 209, 1-15. doi:10.1016/j.ress.2021.107456
NLM
Gomes WJ de S, Beck AT. A conservatism index based on structural reliability and model errors [Internet]. Reliability Engineering and System Safety. 2021 ; 209 1-15.[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/j.ress.2021.107456
Vancouver
Gomes WJ de S, Beck AT. A conservatism index based on structural reliability and model errors [Internet]. Reliability Engineering and System Safety. 2021 ; 209 1-15.[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/j.ress.2021.107456
Artigo de periodico
Bayesian non-parametric frailty model for dependent competing risks in a repairable systems framework (2020)
Almeida, Marco Pollo ; Paixão, Rafael Soares ; Ramos, Pedro Luiz ; Tomazella, Vera Lucia Damasceno ; Louzada, Francisco ; Ehlers, Ricardo Sandes
Source: Reliability Engineering and System Safety. Unidades: ICMC, INTER: ICMC -UFSCAR
Subjects: MÉTODOS MCMC, ANÁLISE DE DADOS, INFERÊNCIA BAYESIANA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
ALMEIDA, Marco Pollo et al. Bayesian non-parametric frailty model for dependent competing risks in a repairable systems framework. Reliability Engineering and System Safety, v. 204, p. 1-13, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.ress.2020.107145. Acesso em: 23 maio 2024.
APA
Almeida, M. P., Paixão, R. S., Ramos, P. L., Tomazella, V. L. D., Louzada, F., & Ehlers, R. S. (2020). Bayesian non-parametric frailty model for dependent competing risks in a repairable systems framework. Reliability Engineering and System Safety, 204, 1-13. doi:10.1016/j.ress.2020.107145
NLM
Almeida MP, Paixão RS, Ramos PL, Tomazella VLD, Louzada F, Ehlers RS. Bayesian non-parametric frailty model for dependent competing risks in a repairable systems framework [Internet]. Reliability Engineering and System Safety. 2020 ; 204 1-13.[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/j.ress.2020.107145
Vancouver
Almeida MP, Paixão RS, Ramos PL, Tomazella VLD, Louzada F, Ehlers RS. Bayesian non-parametric frailty model for dependent competing risks in a repairable systems framework [Internet]. Reliability Engineering and System Safety. 2020 ; 204 1-13.[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/j.ress.2020.107145
Artigo de periodico
A two-level kriging-based approach with active learning for solving time-variant risk optimization problems (2020)
Kroetz, H. M.; Moustapha, M.; Beck, André Teófilo ; Sudret, B.
Source: Reliability Engineering and System Safety. Unidade: EESC
Subjects: ESTRUTURAS, RISCO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
KROETZ, H. M. et al. A two-level kriging-based approach with active learning for solving time-variant risk optimization problems. Reliability Engineering and System Safety, v. 118, p. 18-27, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.ress.2020.107033. Acesso em: 23 maio 2024.
APA
Kroetz, H. M., Moustapha, M., Beck, A. T., & Sudret, B. (2020). A two-level kriging-based approach with active learning for solving time-variant risk optimization problems. Reliability Engineering and System Safety, 118, 18-27. doi:10.1016/j.ress.2020.107033
NLM
Kroetz HM, Moustapha M, Beck AT, Sudret B. A two-level kriging-based approach with active learning for solving time-variant risk optimization problems [Internet]. Reliability Engineering and System Safety. 2020 ; 118 18-27.[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/j.ress.2020.107033
Vancouver
Kroetz HM, Moustapha M, Beck AT, Sudret B. A two-level kriging-based approach with active learning for solving time-variant risk optimization problems [Internet]. Reliability Engineering and System Safety. 2020 ; 118 18-27.[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/j.ress.2020.107033
Artigo de periodico
Optimal inspection planning for onshore pipelines subject to external corrosion (2013)
Gomes, Wellison José de Santana; Beck, André Teófilo; Haukaas, Terje
Source: Reliability Engineering and System Safety. Unidade: EESC
Subjects: CORROSÃO, GASODUTOS, OTIMIZAÇÃO ESTOCÁSTICA, MÉTODO DE MONTE CARLO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
GOMES, Wellison José de Santana e BECK, André Teófilo e HAUKAAS, Terje. Optimal inspection planning for onshore pipelines subject to external corrosion. Reliability Engineering and System Safety, v. 118, p. 18-27, 2013Tradução . . Disponível em: https://doi.org/10.1016/j.ress.2013.04.011. Acesso em: 23 maio 2024.
APA
Gomes, W. J. de S., Beck, A. T., & Haukaas, T. (2013). Optimal inspection planning for onshore pipelines subject to external corrosion. Reliability Engineering and System Safety, 118, 18-27. doi:10.1016/j.ress.2013.04.011
NLM
Gomes WJ de S, Beck AT, Haukaas T. Optimal inspection planning for onshore pipelines subject to external corrosion [Internet]. Reliability Engineering and System Safety. 2013 ; 118 18-27.[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/j.ress.2013.04.011
Vancouver
Gomes WJ de S, Beck AT, Haukaas T. Optimal inspection planning for onshore pipelines subject to external corrosion [Internet]. Reliability Engineering and System Safety. 2013 ; 118 18-27.[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/j.ress.2013.04.011
Artigo de periodico
Reliability analysis of reinforced concrete grids with nonlinear material behavior (2006)
Neves, Rodrigo de Azevedo; Chateauneuf, Alaa Mohamed; Venturini, Wilson Sérgio; Lemaire, Maurice
Source: Reliability Engineering and System Safety. Unidade: EESC
Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS, CONCRETO REFORÇADO COM FIBRAS, SEGURANÇA ESTRUTURAL
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
NEVES, Rodrigo de Azevedo et al. Reliability analysis of reinforced concrete grids with nonlinear material behavior. Reliability Engineering and System Safety, v. 91, n. 6, p. 735-744, 2006Tradução . . Disponível em: https://doi.org/10.1016/j.ress.2005.07.002. Acesso em: 23 maio 2024.
APA
Neves, R. de A., Chateauneuf, A. M., Venturini, W. S., & Lemaire, M. (2006). Reliability analysis of reinforced concrete grids with nonlinear material behavior. Reliability Engineering and System Safety, 91( 6), 735-744. doi:10.1016/j.ress.2005.07.002
NLM
Neves R de A, Chateauneuf AM, Venturini WS, Lemaire M. Reliability analysis of reinforced concrete grids with nonlinear material behavior [Internet]. Reliability Engineering and System Safety. 2006 ; 91( 6): 735-744.[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/j.ress.2005.07.002
Vancouver
Neves R de A, Chateauneuf AM, Venturini WS, Lemaire M. Reliability analysis of reinforced concrete grids with nonlinear material behavior [Internet]. Reliability Engineering and System Safety. 2006 ; 91( 6): 735-744.[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/j.ress.2005.07.002
Artigo de periodico
Reliability analysis of non-linear reinforced concrete frames using the response surface method (2002)
Soares, Rodrigo de Carvalho; Mohamed, Alaa; Venturini, Wilson Sérgio; Lemaire, M.
Source: Reliability Engineering and System Safety. Unidade: EESC
Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS, ESTRUTURAS DE CONCRETO, ESTRUTURAS (CONFIABILIDADE)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SOARES, Rodrigo de Carvalho et al. Reliability analysis of non-linear reinforced concrete frames using the response surface method. Reliability Engineering and System Safety, v. 75, n. Ja2002, 2002Tradução . . Disponível em: https://doi.org/10.1016/s0951-8320(01)00043-6. Acesso em: 23 maio 2024.
APA
Soares, R. de C., Mohamed, A., Venturini, W. S., & Lemaire, M. (2002). Reliability analysis of non-linear reinforced concrete frames using the response surface method. Reliability Engineering and System Safety, 75( Ja2002). doi:10.1016/s0951-8320(01)00043-6
NLM
Soares R de C, Mohamed A, Venturini WS, Lemaire M. Reliability analysis of non-linear reinforced concrete frames using the response surface method [Internet]. Reliability Engineering and System Safety. 2002 ; 75( Ja2002):[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/s0951-8320(01)00043-6
Vancouver
Soares R de C, Mohamed A, Venturini WS, Lemaire M. Reliability analysis of non-linear reinforced concrete frames using the response surface method [Internet]. Reliability Engineering and System Safety. 2002 ; 75( Ja2002):[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/s0951-8320(01)00043-6

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